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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.4 LAccepted-Finance | ₹79.4 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹91.1 LRejected-Finance GRAM TITOLI POST O KUHIIL DISTRICT ALMORA | ₹91.1 L | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹93.2 LRejected-Finance | ₹93.2 L | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹93.7 LRejected-Finance VILLAGE NINUS POST DARMIGARD TEHSIL TUINI DISTT DEHRADUN UTTARAKHAND | ₹93.7 L | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹97.4 LRejected-Finance | ₹97.4 L | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | LAXMAN JOSHI L3 | Biresh Singh L6 | Sanjay Joshi L4 | RAMESH PANWAR L7 | JAGVEER SINGH L5 | Deewan Singh Pundeer L9 | JAGAT SINGH L2 | SATPAL SINGH L1 | SANDEEP KUMAR GAUR L10 | Ramesh Singh Rawat L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 730 | M3 | 303.81 ₹2.2 L | 319.39 ₹2.3 L | 228.42 ₹1.7 L | 346.66 ₹2.5 L | 318 ₹2.3 L | 387.55 ₹2.8 L | 297.07 ₹2.2 L | 259.02 ₹1.9 L | 389.5 ₹2.8 L | 370.06 ₹2.7 L |
| 2.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications | 40 | M3 | 1,145.66 ₹45,826.56 | 1,204.42 ₹48,176.64 | 1,158.88 ₹46,355.20 | 1,307.23 ₹52,289.28 | 1,204 ₹48,160 | 1,461.46 ₹58,458.24 | 1,120.25 ₹44,810.15 | 976.75 ₹39,070.08 | 1,468.8 ₹58,752 | 1,395.51 ₹55,820.28 |
| 3.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stoneboulders. as per direction of Engineer-in- charge. GI wire 8 gauge BWG | 50 | M3 | 1,473.97 ₹73,698.30 | 1,549.55 ₹77,477.70 | 1,490.97 ₹74,548.50 | 1,681.83 ₹84,091.65 | 1,549 ₹77,450 | 1,880.25 ₹94,012.58 | 1,441.27 ₹72,063.71 | 1,256.65 ₹62,832.53 | 1,889.7 ₹94,485 | 1,795.4 ₹89,770.20 |
| 4.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 240 | M3 | 1,727.93 ₹4.1 L | 1,816.55 ₹4.4 L | 1,747.87 ₹4.2 L | 1,971.62 ₹4.7 L | 1,816 ₹4.4 L | 2,204.22 ₹5.3 L | 1,689.61 ₹4.1 L | 1,473.17 ₹3.5 L | 2,215.3 ₹5.3 L | 2,104.76 ₹5.1 L |
| 5.00 | Random rubble stone Masonary laid in 1:6 cement and sand mortar, in breast walls, cu.m retaining walls, parapets, scupper etc.Including supply of all materials, labour, T&P and royality etc. | 350 | M3 | 2,943.1 ₹10.3 L | 3,094.02 ₹10.8 L | 2,977.05 ₹10.4 L | 3,358.15 ₹11.8 L | 3,094 ₹10.8 L | 3,754.33 ₹13.1 L | 2,877.82 ₹10.1 L | 2,509.18 ₹8.8 L | 3,773.2 ₹13.2 L | 3,584.92 ₹12.5 L |
| 6.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.Random rubble masonry. In cement mortar (1:5) | 700 | M3 | 3,296.12 ₹23.1 L | 3,465.16 ₹24.3 L | 3,334.16 ₹23.3 L | 3,760.96 ₹26.3 L | 3,465 ₹24.3 L | 4,204.67 ₹29.4 L | 3,223.02 ₹22.6 L | 2,810.16 ₹19.7 L | 4,225.8 ₹29.6 L | 4,014.93 ₹28.1 L |
| 7.00 | Plastering with cement mortar (1:4), 15 mm thick on Stone masonry/Brick masonry as pertechnical specification Clauses 613.4 & 1204 | 5,500 | M2 | 156.55 ₹8.6 L | 164.57 ₹9.1 L | 158.35 ₹8.7 L | 178.62 ₹9.8 L | 164 ₹9.0 L | 199.7 ₹11.0 L | 153.07 ₹8.4 L | 133.47 ₹7.3 L | 200.7 ₹11.0 L | 190.69 ₹10.5 L |
| 8.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing) | 100 | M3 | 4,574.7 ₹4.6 L | 4,809.3 ₹4.8 L | 4,627.49 ₹4.6 L | 5,219.85 ₹5.2 L | 4,809 ₹4.8 L | 5,835.68 ₹5.8 L | 4,473.24 ₹4.5 L | 3,900.22 ₹3.9 L | 5,865 ₹5.9 L | 5,572.34 ₹5.6 L |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed) | 550 | M3 | 5,002.22 ₹27.5 L | 5,258.74 ₹28.9 L | 5,059.94 ₹27.8 L | 5,707.66 ₹31.4 L | 5,158 ₹28.4 L | 6,381.03 ₹35.1 L | 4,891.27 ₹26.9 L | 4,264.71 ₹23.5 L | 6,413.1 ₹35.3 L | 6,093.09 ₹33.5 L |
| 10.00 | Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205. 5 R.C.C M 25, R.C.C. 1:1.5:3, | 3 | M3 | 5,512.26 ₹16,536.78 | 5,794.94 ₹17,384.82 | 5,575.86 ₹16,727.58 | 6,289.63 ₹18,868.89 | 5,795 ₹17,385 | 7,031.66 ₹21,094.99 | 5,390 ₹16,170 | 4,699.56 ₹14,098.67 | 7,067 ₹21,201 | 6,714.36 ₹20,143.07 |
Tender Value
₹1.4 Cr
EMD Value
₹3 L
Closing Date
10 Mar 2026, 5:00 pmClosed
P L NAUTIYAL
Office of the Executive Engineer, Irriagation Division,Vikasnagar
Scheme for restoration of Dunga Canal under NABARD in Sahaspur Block of Dehradun district. Reach- Km0.00 to 8.760 km
2026_IRDCE_92328_1
02/EE/2025-26
Open Tender
Civil Works - Canal
270 days
sahaspur
AS PER DETAILS
4 documents required · 4 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹3 L
Office of the Executive Engineer, Irriagation Divi
13 Apr 2026
24 Feb 2026
12 Mar 2026
24 Feb 2026
10 Mar 2026
24 Feb 2026
25 Feb 2026
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stoneboulders. as per direction of Engineer-in- charge. GI wire 8 gauge BWG
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random rubble stone Masonary laid in 1:6 cement and sand mortar, in breast walls, cu.m retaining walls, parapets, scupper etc.Including supply of all materials, labour, T&P and royality etc.
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.Random rubble masonry. In cement mortar (1:5)
Plastering with cement mortar (1:4), 15 mm thick on Stone masonry/Brick masonry as pertechnical specification Clauses 613.4 & 1204
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed)
Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205. 5 R.C.C M 25, R.C.C. 1:1.5:3,
Supplying, fitting and placing HYSD barreinforcement tonne (Fe 415) in substructrue complete as per drawings and technical specification for R.C.C. slab i/c all cost of labour, material, T&P etc.
Providing,Lowering into trenches with true to alignment Laying& jointing of full lenghts of HDPE pipes of specified grade as per IS: 4984-1995 and specifications,with testing of pipe line including supply of jointing materials. PE-63 Grade, PN-6.0(6.0kg/Cm2)For HDPE Pipe 250 mm PN-6
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